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07-3240 (MFD5)P.O BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 07-00003240 Property Address: 47795 DUNE PALMS RD APN: 600 -020 -030 - Application description: DWELLING - 5 OR MORE FAMILY Property Zoning: REGIONAL COMMERCIAL Application valuation: 979782 Architect or Engineer: Of BUILDING & SAFETY DEPARTMENT BUILDING PERMIT VOICE (760) 777-701.2 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner: COACHELLA VALLEY HOUSING COALI 457.61 MONROE ST 1-G INDIO, CA 922.01 Contractor: D BROWN CONSTRUCTION, INC. PO BOX 980700 WEST SARAMENTO, CA 95798 (,916) 37.3-93.00 LiC. No.: 396120 Date: 1/25/'08 JAN 2 5 2008 CITY OF LA ------------------------------------------------------------------------------------------------- 'LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty. of perjury that I am licensedunderprovisions of Chapter 9 (commencing with I hereby affirm under°penalty of.perjury one.of the following declarations: Section 7000) of Division 3 of the Business and Professionals Code, and my License is.in full force and effect. _ I.have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License Class: B License No.i 396120 for by Section 3.700 of the Labor Code,.for the performanoe of, the work for which this permit is �+ F �ZOwj C actor: �{�+V issued. �I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of�the work for which this permit is.isued. My workers' compensation • OWNER:BUILDER DECLARATION insurance: carrier andpolicy number are, I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law.for the Carrier AMER INC Policy Number 34244.77 following reason (Sec. 7031.5, Business and:Profesions Code; Any city or county that requires a permit to _ I:certify that, in the performance of the.work,for which this permit is:issued, I shall not employ any construct, alter, improve; demolish, or repair any structure, prior to its issuance, also requires the applicant fovthe person in any inanner so as to become subject to the workers' compensation laws of California, permit to file a signed statement'that he.or she is licensed pursuant to the provisions of the:Contractor's State and agree that, if I should becomesubject to the workers' compensation provisions of Section License Law (Chapter 9 (commencing with Seamon 7606) of Division 3 of the Business and Professions Code) or 3700 of the Labor Co all forthwith comply w�t�ns. that he or she is exempt°therefrom and the,basis for,the alleged exemption. Anyviolation of Section 7031.5 by 1 any'applicant for a permit subjectsthe applicant to a civil penalty of not more than five hundred dollars (5500).: • Ap ant:� (_) as owner of the property, or my employees' with wages as their sole compensation, will do the work, and the structure1s not intended or offered.forsale (Sec. 7044, Business and Professions Code: The WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE:IS UNLAWFUL, AND SHALL Contractors' State License Law does -not apply to an owner of property who builds or improves thereon, SUBJECT AN. EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO, THE COST OF• COMPENSATION, DAMAGES AS -PROVIDED FOR IN improvements are not intended or offered for sale. If, however,. the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY+S FEES. one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 1, as owner of the property, am exclusively contracting with,licensed contractors to construct the project (Sec. 7044; Business and Professions Code: The Contractors' State License:LaWdoes not.apply to an owner of property who builds or improves thereon, and who contracts for the projects with a-contractor(s) licensed pursuant to the Contractors" State License Law.). 1 _ 1 I am exempt under Sec. , BAP.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby'Wfirm under penalty of perjury that there is.a construction: lending agency for the performance of the work,for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: ��)— Lender's Address: w LQPERMIT APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the. conditions and restrictions set forth on this application. 1. Each person upon whose behalf this'application'is made, each persomat whose request and for whose benefit work is performed under or pursuant to any permit issued as aresult of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a, result of this application' becomes null and void if work isnot commenced within 180 days from.date of issuance, of`such permit, or cessation of work for 180 days will subject permit mcanceflation. I certify that I have read this application and state that the above information is correct. I agree.to comply with all city and county ordinances and.state: laws relating to buildingconstruction, and hereby authorize representatives of thi to cou111�ty - niter upo fie above-mentiwtet• VgUr _ ction purposes. t. Date: ,1 L ignature (Applicant or Agent): Application Number . . . 07-00003240 Structure Information 16,333SF [TYPE:A-3]/V-lHR/RES-1/11-DU Other struct info . . . . . CODE EDITION 2001/2004/2005 ## BEDROOMS 29.00 FIRE SPRINKLERS FULLY FLOOD ZONE NO GARAGE SQ FTG 1980.00 PATIO SQ FTG 1330.00 NUMBER OF UNITS 11.00 1ST FLOOR SQUARE FOOTAGE 5106.00 2ND FLOOR SQUARE FOOTAGE 67.10..00 3RD FLOOR SQUARE FOOTAGE 1047.00 Permit . . . BUILDING PERMIT Additional desc . . Permit. Fee . . . . 3479.50 Issue Date . . . . Expiration Date . . 7/23/08 Plan Check Fee.. . 565.42 Valuation . . . . 979782 Qty Unit Charge Per Extension. BASE FEE 2039.50 480.00 3.0.000 THOU BLDG 500,001-1,000,000 1440.60 Permit . . . MECHANICAL Additional desc- escPermit PermitFee . . . . 339.00 Plan Check Fee 19.93 Issue Date . . . . Valuation . . . . 0 Expiration Date 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 11.00 4.5000 EA MECH-VENT INST/ DUCT ALT 4.9.50 11.00 9.0000 EA MECH B/C <=3HP/100K BTU 99.00 16.00 6.5.000 EA MECH VENT FAN 104.00 11.00 -------------------------------------------------------------------------------- 6.5000 EA MECH EXHAUST HOOD 71.50 Permit . . . ELEC-NEW RESIDENTIAL Additional desc . . Permit Fee . . . . 443.69 Plan Check Fee 27.73 Issue Date . . Valuation_ . . . . 0 Expiration Date 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 12863.00 ..03.00 ELEC'NEW RES - MULTI FAMILY 385.89 LQPERMIT Application Number . . . . . 07-00003240 Permit . . . . . . ELEC-NEW RESIDENTIAL Qty Unit Charge Per Extension 2140.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 42.80 Permit PLUMBING Additional desc . . Permit Fee . . . . 822.00 Issue Date . . . Expiration Date . . 7/23/08 Plan Check Fee . . 49.68 Valuation . . . . 0 Qty Unit Charge Per BASE FEE Extension ------------------------------------------------------------------------------- Special.Notes and Comments BASE FEE 15.00 81.00 6.0000 EA PLB FIXTURE 486.00 1.00 15.0000 EA PLB BUILDING SEWER 151.00 11.00 7.5000 EA PLB WATER HEATER/VENT 82.50 11:00 3.0000 EA PLB WATER INST/ALT%REP 33.0.0 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 22.00 .7500 EA PLB GAS PIPE >=5 16.50 11.00 15.00.00 EA PLB GAS METER 165.00 Permit . . . GRADING.PERMI:T Additional desc.. Permit Fee . . . . 15.00' Issue Date . . . Expiration Date . . 7/23/08 Plan Check Fee . . .00 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 ------------------------------------------------------------------------------- Special.Notes and Comments 16,333SF [TYPE:A-3]/V-1HR/RES-1/11-UNITS - ALLOWABLE AREA INCREASES: MULTISTORY / FIRESPRINKLERS [3STORIES/42,000SF MAX] THIS PERMIT DOES NOT INCLUDE SITEWALLS, SITE LIGHTING, CARPORTS OR TRASH ENCLOSURES. 2001 CBC, CPC, CMC, 2004 CEC, 2005 ENERGY CODE. *'*REDUCED FEE*'* [BUILDING: 2300 - TYPE: A-31 December 28, 2007 3:45:13 PM AORTEGA ---------- ----------------------------------------------------------------- Other Fees . . . . . . . ACCESSIBILITY PLAN REVIEW 56.54 ART IN PUBLIC PLACES -RES 19.49.45 DIF COMMUNITY CENTERS -RES 80.3.00 DIF CIVIC CENTER - RES 2519.00 ENERGY REVIEW FEE 56..54 LQPERMIT Application Number . . . . 07-00003240 ------------------------------------------ Other Fees . . . DIF ----------------------------------- FIRE PROTECTION -RES 352.00 DIF LIBRARIES - RES 3828.00 DIF PARK MAINT FAC - RES 231.00 DIF PARKS/REC - RES 9636.00 STRONG MOTION (SMI) - RES 97.97 DIF STREET MAINT FAC -RES 429.0.0 DIF TRANSPORTATION - RES 12397.00 Fee summary Charged Permit Fee Total 5099.19 Plan Check_ Total 662..76 Other Fee Total 32355.50 Grand Total 3.8117.45 LQpmmrr Paid Credited Due .00 .00 5099.19 .00 .00 662.76 .00 .00 32355.50 .00 .00 38117.45 C4 CITY OF LA QUINTA . , BUILDING & SAFETY DEPARTMENT iZ �-f (760) 777-7012 INSPECTION REQUEST LINE c ' ( (760) 777-7153 G COALITIO [C Fv`j QNWOB IN CONSPICUOUS PLACE INSPECTOR MUST SIGN ALL APPLICABLE SPACES JOB ADDRESS_ 47-795 MAR PALMS RO . 16,333SF [TYPE:A-3I/V-1HR/RES-1/11-UNITS - 2001 CBC, CPC, CNIC, 2004 CEC, 2005 ENERGY CODE. **REDUCED FEE** [BUILDING: 2300 - TYPE: A-31 TYPE OF INSPECTION DATE INSP. TEMPORARY POWER SETBACKS U/G PLUMBING / WASTE O U/G ELECTRICAL / GROUNDING FOOTINGS / STEEL P !r;5 - U, CONCRETE SLAB DO NOT POUR CONCRETEM110V ROOF NAIL / PRE -ROOF OKAY TO WRAP FRAMING COMBINATION ROUGH ELECTRIC ROUGH PLUMBING ROUGH MECHANICAL INSULATION C? COVER NO WORK UNTIL ABOVE SIGNED INTERIOR GYP. BjJDRYWALL)EXTERIOR LATHGAS TESTSEPTIC ABANDONTSEWER %4: CONNECSEPTIC / GREASERCEPTOR MASONRY INSPECTIONS FOOTINGS / STEEL BOND BEAM POOL / SPA / WATER FEATURE INSPECTIONS PRE-GUNITE / SETBACKS U/G PLUMBING U/G GAS U/G ELECTRICAL PRE -PLASTER (ALARMS / BARRIERS) FINAL INSPECTIONS TEMP. USE OF PERMANENT POWE o2 - oo ELECTRICAL PLUMBING MECHANICAL PUBLIC WORKS DEPARTMENT l . COMMUNITY DEVELOPMENT DEPT. FINAL/ JOB COMPLETED a® ABOVE APPROVALS DO NOT INCLUDE RIGHT TO TURN ON UTILITIES OR OCCUPY BUILDING 0&1 MAIL —fie 2+.t) tta. -- CM 3Cv ambf Gov.- --tto CIJOuj L-omwg�-�•m� PCo G —u-I o m v— g -moo • o, 7_ D WV+u oap` for .t7 Riverside County Fire Department Fire Protection Planning Section Riverside Office: 2300 Market St.. Ste. 150. Riverside, CA 92501 Ph. (951) 955-4777 Fax (951) 955-4886 ll Mumeta Office 39493 Los Alamos Rd.. Ste A. Mumeta, CA 92563 Ph. (951) 600-6160 Fax (951) 600-6164 Palm Desert Office: 77-933 Las Mootadas Rd , s 201 Palm Desert, CA 9221 1-4 131 Ph. (760) 863-8886 (760) 863-7072 r— f Fire Department Clearance/Release Date: r11 To: d OlAl - �( Fax: fj Tract/Parcel Map #: LAa- v1- g f- 0 n Permit/Lot #: R Q 6 Ft 13 Job Site Address: ___ �%� "��5 �� PJ Iy✓IS Final For Recordation Release For Building Permit(s) Shell Final Only (No Tenant) C Final For Occupancy Building Plan Check Fees Paid Building Plan Check Fees Not Paid Other' Fees Fees Not Required If you should have any questions, please contact the appropriate Riverside County Fire Protection Planning office for further assistance. Form C — Revised 8/27/2009 Frmt Name C# CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING Factory Additional copies of this form are Loss Prevention Publications - Training Resource Center Mutual System available to insured from: Factory Mutual Engineering and Research, 1 151 Boston -Providence Turnpike, P.O. Box 9102. Norwood MA 02062 rX V (_hIJ U KE: Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. AJl iefects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities. owners and contractor. It is understood the owner's representatives signature in no way prejudices any claim against the contractor for faulty material, poor workmanship, or failure to comply with aDDrovinP allthnntv'e ranii;,p me nr 11,.-mi1 ­:.,...,___ PROPERTY NAME: La Quinta Dune Palms Nei hborhood JOB# 07205 DATE: July 21, 2008 PROPERTY ADDRESS: 47795 Dune Palms Road, La Quinta, Ca ACCEPTED BY APPROVING AUTHORTTY'(S) NAMES: Riverside County Fire Dept. Indio/Palm Desert Office ADDRESS: 77-933 Las Montanas Rd. #210 PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS YES X NO EQUIPMENT USED IS APPROVED (IF NO, STATE DEVIATIONS BELOW) YES X NO HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL AND VALVES INSTRUCTIONS THE CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? YES X NO IF NO, EXPLAIN: HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS BEEN LEFT ON YES X NO PREM ISES? IF NO, EXPLAIN: LOCATION OF SUPPLIES BUILDINGS SYSTEM Building A-3 2300 MAKE TYCO MODEL YEAR OF MANUFACTURE ORIFICE SIZE QUANTITY TEMPERATURE RATING Concealed LF-II 2008 1/2" 106 160o SPRINKLERS Pendent TY-FRB 2008 1/2" 7 2000 PIPE & FITTINGS PIPE CONFORMS TO NFPA #13 STANDARD yES X NO FITTINGS CONFORM TO NFPA #13 STANDARD YES X NO ALARM ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE VALVE OR FLOW TYPE MAKE MODEL MIN. SEC. WATERFLAW POTTER VSR-F 0 60 INDICATOR SWITCH DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. DRY PIPE OPERATING TEST TIME TO TRIP THRU TEST PIPE WATER PRESSURE AIR PRESSUR E TRIP POINT AIR PRESSURE TIME WATER REACHED OUT. ALARM OPER- ATED PROPERLY MIN. SEC. ' . PSI PSI PSI MIN. SEC. MIN. SEC. WITHOUT Q.O.D. WITH Q.O.D. IF NO, EXPLAIN: OPERATION PNEUMATIC ELECTRIC JHYDRAULIC PIPING SUPERVISED YES NO DETECTING MEDIA SUPERVISED? YES NO DELUGE AND DOES THE VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL? YES NO PREACTION IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING? YES NO VALVES IF NO, EXTLAIN: DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM? OPERATE VALVE RELEASE? OPERATE RELEASE YES NO ITS NO MIN. SEC. HYDROSTATIC: HYDROSTATIC TESTS SHALL BE MADE AT NOT LESS THAN 200 PSI (13.6 BARS) ABOVE STATIC PRESSURE IN EXCESS OF 150 PSI (10.3 BARS) FOR TWO HOURS. DIFFERENTIAL DRY - TEST PIPE VALVE CLAPPERS SHALL BE LEFT OPEN DURING TEST TO PREVENT DAMAGE. ALL ABOVE -GROUND PIPING LEAKAGE SHALL BE STOPPED. DESCRIPTION PNEUMATIC: ESTABLISH 40 PSI (2.7 BARS) AIR PRESSURE AND MEASURE DROP WHICH SHALL NOT EXCEED 1-1/2 PSI (0.1 BARS) IN PRESSURE TANKS AT NORMAL WATER LEVEL AND AIR PRESSURE AND MEASURE AIR PRESSURE DROP WHICH SHALL NOT EXCEED 1-1/2 PSI (0.1 BARS) IN 24 HRS. ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI FOR 2 IM. IF NO, STATE REASON: DRY PIPING PNEUMATICALLY TESTED? YES NO EQUIPMENT OPERATES PROPERLY? � YES NO DRAIN READING OF GAGE LOCATED NEAR WATER SUPPLY TEST RESIDUAL PRESSURE WITH VALVE IN TESTS PIPE. TEST 200 PSI TEST PIPE OPEN WIDE 200 PSI UNDERGROUND MAINS AND LEAD-IN CONNECTIONS TO SYSTEM RISERS SHALL BE FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED BY COPY OF THE FORM # 85B? YES NO OTHER EXPLAIN YES NO FLUSHED BY INSTALLER OF UNDERGROUND r/<l SPRINKLER PIPING? BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED GASKETS WELDED PIPING? X YES NO IF I'ES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING YES X NO PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10,9, LEVEL AR-3? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED . VES X NO IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A ITS X NO DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED" THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED. AND THAT INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? HYDRAULIC NAMEPLATE PROVIDED? 1'ES X NO DATA NAMEPLATE IF NO, EXPLAIN: DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF INSTALLING CONTRACTOR: CEN-CAL FIRE SYSTEMS, INC. TESTS WITNESSED BY FOR OPERTY ONVNER (Signed) TITLE DATE SIGNATURES Wz O FO STALL G NTRA ) TITLE DATE co o ADDITIONAL EisPLANA ON S: December 24, 2007 Ms. Amy Yu, Engineering Assistant II City of La Quinta 78-495 Calle Tampico La Quinta, CA 92252 RE: Pad Certification - Parcel 4 of Parcel Map No. 33588, SDP 206-857 JN 1786 - CVHC Dune Palms Neighborhood Dear Amy: This letter is to verify that the locations and elevations of the building pads for the lots listed below for Parcel 4 of Parcel Map No. 33588 were field checked by MSA Consulting, Inc., and found to be in substantial conformance with the approved Precise Grading Plan. The results are as follows: Building # Plan Field Difference 2200 A 60.9 60.9 +0.0 2100 A 60.3 60.3 +0.0 2300 A 59.4 59.4 +0.0 2400 C 59.2 59.2 +0.0 3100 C 59.7 59.7 +0.0 3300 K 59.1 59.1 +0.0 3200 C 58.3 58.3 +0.0 4100 A 57.1 57.1 +0.0 4200 A 55.8 55.8 +0.0 5100 B 53.7 53.7 +0.0 5200 B 52.7 52.7 +0.0 6100 B 52.8 52.8 +0.0 6200 B 52.0 52.0 +0.0 7100 B 53.4 53.4 +0.0 34200 BULi Hope DRIVL M IZAN( HQ MIRA6E FjJ CALIH)RNI,A M 9 2) 270 f Ms. Amy Yu, Engineering Assistant II l Page Two December 24, 2007 Building # Plan Field Difference 7200 B 52.2 52.1 -0.1 8100 C 53.8 53.8 +0.0 8200 C 54.0 54.0 +0.0 8300 C 54.9 54.9 +0.0 8400 C 55.5 55.5 +0.0 0100 D 54.8 54.8 +0.0 1100 B 55.3 55.3 +0.0 1200 C 55.8 55.8 +0.0 If you have any questions, please contact our office. Very truly yours, Charles R. Harris, PLS 4989 Director of Survey and Mapping CRH:tt EC: Mike Troth I /\�Np,L LAND SG� �G CHARLES R. HARRIS O o * Exp: 12/31 /07 Nj� No. 4989 �T lzl�OF C AL��O� 34200 BOB HOI'L• DRIVE T� RANCHO MIRAGE 2-� CAI IFORNIA 92270 P'Z3,83M.- Ms. Amy Yu City of La Quinta 78-495 Calle Tampico La Quinta, CA 92252 RE: Form Certification — CVHC Dune Palms Neighborhood, Parcel 4 of Parcel Map No. 33588, Buildings 2200A and 2300A Dear Amy: This letter is to verify that the locations and elevations of the building forms for Buildings 2200A and 2300A of Parcel 4 of Parcel Map No, 33588 were field checked by MSA Consulting, Inc., and found to be in substantial conformance with the approved Precise Grading Plan, The results are as follows: Lot # Plan Field Difference Building 2200A 61,60 61.60 +0.00 Building 2300A 60.10 60.10 +0.00 If you have any questions, please contact our office. Very truly yours, Anthony'D. Maddox, PIL 5476 Senior Survey Analyst ADM:tt EC: Mike Troth /'ZI N" N� LA IVD 4 D. ANTHONY ON Y D MADDOX 6 ri N 47 o, 5476 T Exp. 9-30-08 �fi0 0 C OF CAO�o 34200 BOB HoPE DRIVE m RANC140 MIRAGE 19 CALIFORNIA IV 92270 ?60-190-9911 a 760-121-7893 WX N 3 .AGRUNER ENGINEERING STRUCTURAL ENGINEERING August 7, 2008 City of La Quinta Building Department c/o Interactive Design Corp. 199 S. Civic Center Drive Palm Springs, CA 92262 RE: Dune Palms Neighborhood 47-795 Dune Palms Road La Quinta, CA 92253 Building Number: 2300 Building Official: 1 As the Engineer responsible for the Structural Design, I have performed visual structural observations of the structural system in compliance with 2001 CBC, Section 1709. To the best of my knowledge, the construction is in substantial conformance with the Approved Structural Drawings and is approved to wrap. Thank you for your review of this written Statement. Sincerely, 07W& George H. Grayner, S. E. Grayner Engineering ss� ,hA d� co LU 9 m uu Exp.9-30-09 -76 sT9UCT��P� �'N' 9 rFOF CA��F�Q, 41105 Vintage Circle . Temecula, CA 92591 . Telephone (951) 676-2529 . FAX (951) 699-3591 0 v Imperial Irrigati©n..District Power Department — Underground/SeMde Inspection CLIENT: N U► C� C JC C L U U� t DATE:��I CONTRACTOR: Tvz PROJECT NO.: NETWORK NO.: INSPECTOR: CSP NO.: CONTRACTOR: PASS FAIL PASS- FAIL TRENCH: -PRIMARY VAULT: 0 STANDARD SECONDARY SECTOR SERVICE 0. SWITCH GONQUIT: PRIMARY GROUNDS: 0 0 PAD SECONDARY SECTOR SERVICE VAULT MANDREL: 0 PRIMARY 0 0 SECONDARY PAD: 'SERVICE PULLBOX: 0 0 ' OTHER: 0 0 PHOTO/s AVAILABLE: Q YES ❑ NG. �-• .. NOTES: Imperial Irrigation District — Power Construction Management Phone (760) 339-9532 Fax (760) 339-9533 IID-766 (7-01) SOUTHERN CALIFORNIA SOIL & TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: P.O. NO.: C )c PL NC FIX MW: 00586 0822004P PAGE 1 OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE Q ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n CAULKING PROJECT TITLE: PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 2300 N/A N/A PROJECT ADDRESS PERMIT NO.:PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3240 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN COMMERCIAL CAULKING LOCATION OF WORK INSPECTED: BUILDING 2300 A3 MATERIAL CLASSIFICATION: SIKA FLEX 15 LM PAINTABLE POLYURETHANE ELASTOMERIC SEALANT OPEN CELL BACKER ROD DATE: 3/18/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE TO OBSERVE THE INSTALLATION OF THE CAULKING AT THE BEAM TO WALL INTERSECTIONS. *OPEN CELL BACKER ROD WAS INSTALLED IN AREAS WHERE THE JOINT WAS 1/4" OR OVER. NEXT SIKA FLEX 15 LM POLYURETHANE ELASTOMERIC SEALANT WAS HAND TOOLED AT THE BEAM TO J MOLD/ MILCOR INTERSECTION. CAULKING APEARED TO BE OF UNIFORM THICKNESS WITH A CLEAN FINISH AND GOOD ADHESION. TOOK DIGITAL PHOTOS OF TYPICAL CAULKING/ BACKER ROD INSTALLATION. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were Conducted in documents. The ICC #5077516-10 accordance with the requirements of the OSHPD approved work inspected complies with the OSHPD approved documents. N/A Yes:= No:= Inspector Initials: IpfECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 3/18/2009 requirements of DSA approved documents. Sampling and testing were Conducted In accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE com�p -ties w7ith the DSA approved documents. N/A = 'signature authorizes the above work Yes.: No: No: Inspector Initials: SCS&T 205 REV 2/O6 r SOUTHERN CA FORNM SOrL3TES NG.INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 2804717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO:_ P.O. NO.: �, PL NC FIX MW: 00369 0822004P PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING El O C. CONCRETE ® ROOFING I WATERPROOFING ❑ P.T. CONCRETE! STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TIRE PHASE#: MA /OSHPD FILE NO.: DSAAPP. NO.: DUNE PALMS BLDG 2300 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILt NO.: 1 47-795 DUNE PALMS ROAD 07-3240 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 2300 A-3 MATERIALCUMIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, DATE: 12/2/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE FINISHED TILE ROOF ASSEMBLY FOR BUILDING 2300 A-3. *GENERAL ROOF TILE INSTALLATION LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE WITH WIND CLIPS ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER. TRIM TILE HAVE MASTIC IN PLACE OVER THE NAIL HEADS ENCAPSULATING THE FASTENER. CUT TILES IN THE VALLEYS ARE SECURED TO A FDCED TILE WITH RAINBUSTER 850 TILE ADHESIVE. A FEW MINOR REPAIRS LISTED BELOW NEED TO BE COMPLETED. **PUNCH LIST** *BALCONY RAKE TILE TO EDGE METAL TRANSITIONS NEED TO BE CLOSED OUT WITH MUD. *REPAIR ALL SECONDARY FLASHING TO PIPE INTERSECTIONS WHICH ARE CRACKED WITH FIBERGLASS WEBBING AND MASTIC. *EAST ROOF, EAST FACING SLOPE, ADD MASTIC AT SECONDARY FLASHING BASES FOR THE WATER HEATER. *HIGH ROOF- RAKE TO WALL TRANSITION NEEDS TO BE CLOSED OUT WITH MUD. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL OTHER THAN ITEMS LISTED. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Pflnted) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPO approved documents. The work inspected ICC #5077516-10 complies with the OSHPD approved documents. NSA Yes:= No:= Inspector Initials: INSPECTORUSMTURE REGISTRATION NO, DSA 1 hereby certify that I have inspected the above reported work in accordance with the 12/2/2008 requirements of DSA approved documents. Sampling and testing were conducted in DATE accordance with the requirements of the DSA approved documents. The work inspected SUPERINTENDENTS SIGNATURE com lies with the DSA approved documents. Inspector Initials: N/A agrra�re euflroraes #re above work Yes., NO:Q SCSST 206 REV ZW SOUTHERN CALIFORNIA SOIL 6 TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00279 6281) RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 290-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: CTXj PL NC FIX PAGE 1 of 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n —HA PROJECT TME PSE#. MAIOSHPDFILE NO.: DSA APP. NO.: DUNE PALMS BLDG 2300 N/A N/A PROJECT ADDRESS PERMIT NO.: KAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3224 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK NSPECTED: BUILDING 2300 A3 MATERI& CLASSIFl 0 : PELLA FIBERGLASS WINDOWS,12" MOISTOP, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT eeeeeee DATE: 10/06/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION (IN PROGRESS). * TWO LAYERS OF GMC 60 MIN BUILDING PAPER HAS 3"-4" HEADLAPS AND 6" SIDELAPS . POT SHELVES HAVE SOLID BACKING WITH MFM SUBSEAL EXTENDED UP THE SILL AND SIDE WALLS APROX. 6"-8" AND ONTO THE VERTICAL WALL BELOW THE POT SHELVES A MIN OF 4". 6"X18"RIB LATH BUTTERFLIES WERE PLACED AT THE WINDOW CORNERS FOR REINFORCMENT. MILCOR IS USED AS STUCCO STOP IN MULTIPLE AREAS TO PROPERLY TERMINATE THE STUCCO. TEARS, CUTS, NAIL POPS ETC. ARE CAULKED WITH RAINBUSTER 900 POLYURETHANE SEALANT. *MARKED AREAS THAT NEED REPAIRS, OR SEALANT WITH ORANGE MARKING PAINT. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the ^ requirements of OSHPD approved documents. Sampling and testing were conducted in / �f/ H accordance with the requirements of the OSHPD approved documents. The work inspected ,/`/// �� ICC #5077516-10 �' /' ' �' complies with the OSHPD approved documents_ Yes:= No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO, DSA 1 hereby Certify that 1 have inspected the above reported work in accordance with the 10/06/2008 requirements of DSA approved documents. Sampling and testing were conducted in 'SUPERINTENDENTS DATE accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE com Iies with the DSA approved documents. = Inspector Initials: N/A 'signature authorizes the above work Yes: No: SC58T 205 REV 71W C Q SOIL & TESTING, iNc. z O SOUTHERN CALIFORNIA SOIL & TESTING INC. 53357 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO. _"•'� -j ' P.O. NO.• c F PL NC FIX PAGE r OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE Q ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: 1 PHASE #: DSA FILE NO.: !f DSA APP. NO.: PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: ARCHITECT: i' f:� !�ir 1;,.•`(" —;.'ti. fl-tit ENGINEER: �-1 ; •' �:��y�;r`ic .. �ji; t.'f GENERAL CONTRACTOR: SUB CONTRACTOR: LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: DATE DESCRIPTION OF WORKt INSPECTED: TIME ARRIVED: TIME DEPARTED: y ` ITV i\3 (! /'.: E•'( tfi,!5 !,J �`+�".'�✓- { -7"l. f '. ~.1 it. 'V1.: 1 �,�1'ke �! j �` e'�i_ J ,Y vir �, ti'� 1`.r �/ ;'� C. [/j i4'fiF,../Z..•k 11 _ L r+yam=.} I :.� t L Ifii, tsf;7 l ; .� ?'{ t1 L t i. 1`< l_ ,1; i i .11f�' ! 1 ' L 1, ? 4 j� �"- i'l i tY,: �; lam\ P.E. REVIEW: UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, .-.. Ahe work inspected is to the best of my knowledge in compliance with the approved plans, ---s-- - - cifications and applicable sections of the governing building laws. ,spector Initials INSPECTORS SIGNATURE REGISTRATION NO. DSA I hereby certify that I have inspected the above reported work in accordance with the `• ' v requirements of DSA approved documents. Sampling and testing were conducted in ` accordance with the requirements of the DSA approved documents. The work inspected *SUPERINTENDENTS SIGNATURE y' DATE complies with the DSA approved documents. *signature authorizes the above work Yes: No: Inspector Initials: SCSaT 205 REV 2/06 SOUTHERN CALIFORNIA /^ SOIL ST,ESTING.INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO CA 92120 s Phone (619) 290-4321 Fax (619) 280-4717 1V1 �� • 00217 C83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO 1 61 A 1 PL NCi F�i� PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING CI. C. CONCRETE H ROOFING/WATERPROOFING ❑ RT MI CREIE/STRESS ❑ EPWMCHORS ❑ HSBOLMNGn PROJECT TRUE: PHASEIk MAIMMFILENO.: DSAAPP.NO.: DUNE PALMS BLDG 2300 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILENO.: 47-795 DUNE PALMS ROAD 07-3240 LA QUINTA ARCHITECT. ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 2300 A3 MATERIAL CLASSIFICATION: PELLA FIBERGLASS WINDOWS, 12" MOISTOP, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 9/10/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE WINDOW INSTALLATION (IN PROGRESS) AS WELL AS THE LATH INSTALLATION (IN PROGRESS) ON THE FIRST AND SECOND FLOOR. * TWO LAYERS OF GMC 60 MIN BUILDING PAPER HAS 3"-4" HEADLAPS AND 6" SIDELAPS . POT SHELVES HAVE SOLID BACKING WITH MFM SUBSEAL EXTENDED UP THE SILL AND SIDE WALLS APROX. 6"-8" AND ONTO THE VERTICAL WALL BELOW THE POT SHELVES A MIN OF 4". RIB LATH BUTTERFLIES WERE PLACED AT THE WINDOW CORNERS FOR REINFORCMENT.TOOK DIGITAL PHOTOS OF TYPICAL LATH INSTALLATION. * WINDOWS WERE REPAIRED AS REQUESTED BY THE ARCHITECT. TWO BUTTERFLY'S OF MFM SUBSEAL WERE PLACED IN THE UPPER CORNERS OF THE RECESSED WINDOWS. A NEW HEAD FLASHING OF 12" MOISTOP WAS INSTALLED OVER THE MFM SUBSEAL. TWO STRIPS OF THE PELLA BUTYL TAPE WAS INSTALLED AT THE JAMBS OVER THE MOISTOP IN WEATHERBOARD FASHION. TOOK DIGITAL PHOTOS OF TYPICAL WINDOW INSTALLATION. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: NSA IN HORS SIGNATURE REGISTRATION NO, OSA I hereby certify that I have inspected the above reported work m accordance with the 9/ 10/2008 requirements of OSA approved documents. Sampling and testing were conducted in 'SUPERINTENDENTS SIGNATURE I�TE accordance with the requirements of the DSA approved documents. The work inspected com lies with the DSA approved documents. Inspector Initials: N/A sgnetureautftonzestAeabovework Yes: No:0 SCS&TgasREV woe SOUTHERN CALIFORNIA SOIL S TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00220 6290 RIVERDALE STREET, SANS DIEGO CA 92120 i0 Phone (619) 290-4321 Fax (619) 280-4717 83_740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: 0822004P P.O. NO.: CW PL NC FIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q.C.CONCRETE ❑ ROOFING/WATERPROOFING ❑ P.T.COWME I STRESS ❑ EPDXY ANCHORS 0 H.S.BOLTING®EARTHBOUND PROJECT TfILE PHASE tk DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 2300 N/A N/A PROJECT ADDRESS PERMIT NO.: .. 47-795 DUNE PALMS ROAD 07-3240 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 2300 A3 MATERIAL CLASSIFICATION: EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378, 1/2"-3/4" ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES DATE: 9/10/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE EARTHBOUND SEESMIC HOLD DOWN SYSTEM FOR THE FIRST AND SECOND FLOOR FINISHED ASSEMBLY. *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS. 1/2"-3/4" ALL THREAD WERE COUPLED WITH BRIDGE TRIMMERS STICH NAILED AND BLOCKING WITH SLACK JACK DEVICE AND BEARING PLATES IN PLACE AS SHOWN ON THE EARTHBOUND PLANS. *EARTHBOUND NOT TO BE ACTIVATED UNTIL ROOF TILE ARE LOADED. **NOTE- PUNCH LISTITEMS ON PREVIOUS REPORTS WERE CORRECTED AS REQUESTED. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in per/ %// ICC #50775 i 6-10 accordance with the requirements of the OSHPD approved documents. The work inspected %G��^C^G`G/i complies with the OSHPO approved documents. Yes:= No:= Inspector Initials: N/A INSPECTORS SIGNAIU— � REGISTRATION NO, OSA T hereby certify that f have inspected the above reported work in accordance with the 9/ 10/2008 requirements of DSA approved documents. Sampling and testing were conducted in 'SUPERINTENDENTS DATE accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE corn lies with the DSA approved documents. = Inspector Initials: N/A 'signature authorizes the above work Yes: No: scssT 205 REV 2106 SOUTHERN CALIFORNIA SOIL & TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO CA 92120 " Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 CIXIPL SCS&T FILE NO: MW: 00205 0822004P P.O. NO.: NC I F—Fix—F-� PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING a C. CONCRETE ROOFING I WATERPROOFING 11 PT COWRETPI STRESS ❑ EPDXYAWAORS ❑ H.& BOLTING Q PROJECT TIRE: PHASE#: DSAIDSHPDFILENO.: DSAAPP.NO.: DUNE PALMS BLDG 2300 N/A N/A PROJECT ADDRESS PERMIT NO.'. 47-795 DUNE PALMS ROAD 07-3240 LA QUINTA ARCI11TEcr: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR: 6& I✓,4, us BROWN / CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: WINDOWS IN PROGRESS AND LATH PROGRESS MATERIAL CLASSIFICATIOR AU4 �/h0/STd FlAgatOJ/U GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 9/4/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE WINDOW INSTALLATION (IN PROGRESS) AS WELL AS THE LATH INSTALLATION (IN PROGRESS) ON THE FIRST FLOOR. * TWO LAYERS OF GMC 60 MIN BUILDING PAPER HAS Y-4" HEADLAPS AND 6" SIDELAPS . POT SHELVES HAVE SOLID BACKING WITH MFM SU13SEAL EXTENDED UP THE SILL AND SIDE WALLS APROX. 6"-8" AND ONTO THE VERTICAL WALL BELOW THE POT SHELVES A MIN OF 4". ONLY THE FIRST LIFT OF BUILDING PAPER HAS BEEN INSTALLED. * NOTE- WINDOWS- THE JAMB AND HEAD FLASHINGS OF 12" MOISTOP HAVE WING CUTS AT THE UPPER CORNER WHERE THE WINDOW IS MOST VULNERABLE TO WATER INTRUSION. IT IS MY OPINION THAT THIS AREA SHOULD BE REINFORCED WITH BITUTHANE AS WELL AS SEALANT TO PREVENT WATER INTRUSION AT THE VOID IN THE BASE FLASHING. THIS CONDITION IS THE SAME ON ALL OF THE RECESSED WINDOWS WITH THE EXCEPTION OF THE DEAFLY RECESSED WINDOWS. CBC I hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements OSHPD approved documents. Sampling and testing were conducted in ICC #51077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected � complies with the OSHPD approved documents. Yesf___j No:1 Inspector Initials: NSA INS CTORS SIGNATURE REGISTRATION NO. OSA I hereby certify that t have inspected the above reported work in accordance with the 9/4/2008 requirements of DSA approved documents. Sampling and testing were conducted in 'SUPERINTENDENTS DATE accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE corn lies with the DSA approved documents. Inspector Initials: N/A •signature erNrorizes the above work Yes: No: SCS&T 205 REV 2105 SOUTrrEJtl1 CAU GANIA sc d &, G. Mc. SOUTHERN CALEFORNIA SOS.. & MTING, INC. 00205 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 280-4321 Fax 619) 280-4717 93-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775.8W2 SCS&T FILE NO: 0822004P P.O. NO I c I 1 PL NC FIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q C, CANCRFTF ROOFING / WATERPROOFING J] P-1. MWBEIEJSTRESS E] EPW ANCKIRS 0 R&WLnNGn PROJECTTMF- PHASE# DSA10MI'LEND: DSAAPP.NO: DUNE PALMS BLDG 2300 N/A N/A PROJECTADDREW PERMIT NO: PLM FILE NO- 47-795 DUNE PALMS ROAD 07-3240 LA QUINTA ARCHIIECT. INTERACTIVE DESIGN ENGINIffilt GRAYNER GMERALCONTRACTOR: SUBCONTRACTOR U T/'9,U BROWN *FJDW/CALHk)RN1A PLASTERING LOCATION OF WORK MSPECTED: WINDOWS PROGRESS AND LATH PROGRESS PEu-I AIAE&440 e4a&4j=L1-C7Z'''- GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 9/4/2008 TWE ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: "ON SITE FOR THE LIlMI[TED VISUAL INSPECTION OF THE WINDOW INSTALLATION (IN PROGRESS) AS WELL AS THE LATH INSTALLATION (IN PROGRESS) ON THE FIRST FLOOR. s TWO LAYERS OF GMC 60 MIN BUILDING PAPER HAS 3"-4" HEADLAPS AND 6" SIDELAPS . POT SHELVES HAVE SOLID BACKING WITH MFM SUBSEAL MENDED UP THE SILL AND .SIDE WALLS APROX. b"-8" AND ONTO THE VERTICAL WALL BELOW THE POT SHELVES A MIN OF 4". ONLY THE FIRST LIFT OF BUILDING PAPER HAS BEEN INSTALLED. # NOTE- WINDOWS- THE JAMB AND HEAD FLASHINGS OF 12" MOISTOP HAVE WING CUTS AT THE UPPER CORNER WHERE THE WINDOW IS MOST VULNERABLE TO WATER INTRUSION. IT IS MY OPINION THAT THIS AREA SHOULD BE REINFORCED WITH BITUTHANE AS WELL AS SEALANT TO PREVENT WATER INTRUSION AT THE VOID IN THE BASE FLASHING. THIS CONDITION IS THE SAME ON ALL OF THE RECESSED WINDOWS WITH THE EXCEPTION OFTHE DEAPLYRECESSEDWINDOWS. CBC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ICC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected com,efiss with the OSHPD approved documents. Yes: I No:= Onspeetor Initials: N/A 040RSSENATURE REGISTRATION NO, -DSAI hereby certify drat i have inspected the above -reported work in accordance with the 9/4/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'S EM IDENTS SKMTUFtE DATE with #+e-DSA approved documents. Yes: No: = Inspector Initials: N/A �rgrtatuB eulftor¢es Me above work SCS6T 205 REV 7NI8 Request for Information 361 Detailed, RFIs Grouped by RFI Number La Quinta Dune Palms Neighborhood Project # 0709A 47-795 Dune Palms Tel: Fax: 760-777-1860 Brown Construction, Inc. La Quinta, CA 92253 I Im- Interactive Design Corporation B. Maria Song Brown Construction, Inc. 199 S. Civic Drive, Suite 10 Chris Gianunzio Palm Springs, CA 92262 1465 Enterprise Blvd., Suite 100 W. Sacramento, CA 95691 Intersecting Plates where a 2 x 6 continues Structural REF: Building page S-2.1A At grid lines J and L and grid line 24 the intersecting plates, have a break where a 2 x 6 continues as a 2 x 4 with an ( intersecting 3 x 6 top plates. (� Please advise on a connection. CC 7TME SCST-A/CKS- ►DC Prolog Manager Printed on: 8/14/2008 PM6Database Page 1 SOUTHERN CAUFO"W, So1L 6 resToaG. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00144 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (60) 775-5983 Fax (760) 775-8362 SCS&T FILE No: 0822004P P.O. NO.: C PL NC FIX PAGE OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING © SHEAR NAIL PROJECTTM DUNE PALMS PHASEII: SEE BELOWN/A DSAIOSHPDFILENO.: DSA APP. NO.: N/A PtioJECTAD SS 47-795 DUNE PALMS ROAD F'ERMITN .: .. SEE BELOW LA QUINTA AR(]ifTECT: INTERACTIVE DESIGN ENGINEER: GRAYNER GENERAL CONTRACTOR: BROWN SUB CONTRACTOR: TONE FRAMING LOCATION of WORK INSPECTED: BUILDINGS 2300 2200 AND 240It TERIAL IFlCA EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378, 1/2",5/8", 3/4" ALL THREAD COUPLERS AND SLACKJACKS 15/32" SIR 1 O.S.B. 8D AND IOD FASTENERS ON SHEAR WALLS, CS16 COIL STRAP DATE: 7/29/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE SHEAR NAILING FOR THE SECOND AND THIRD FLOOR OF BUILDING 2300 AS WELL AS THE FIRST FLOOR (IN PROGRESS) FOR BUILDING 2400. ALSO PROVIDED LIMITED VISUAL INSPECTION OF THE EARTHBOUND SEISMIC HOLDOWN SYSTEM FOR BUILDING 2200 ALL FLOORS. *GENERAL SHEAR WALL INSTALLATION LOOKED GOOD WITH 15/32" SIR 1 O.S.B NAILED PER S1.5A-5 SCHEDULE. I OD AND 8D FASTENERS WERE FLUSH NAILED WITH MINIMAL OVER PENETRATION WITH 1/2" EDGE NAILING DISTANCE AT PANEL EDGES AND ENDS. CS 16 COIL STRAP WAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL S 1.5A-2.PUNCH LIST ITEMS ARE LISTED BELOW. *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS OTHER THAN PUNCH LIST ITEMS LISTED BELOW. 1/2", 5/8" AND 3/4" ALL THREAD WERE COUPLED WITH BRIDGE TRUMAERS AND BLOCKING WITH SLACK JACK DEVICE AND BEARING PLATE IN PLACE AS SHOWN ON PLANS. *NOTE- PUNCH LIST ITEMS ON MY REPORT FROM 7/22/2008 WERE CORRECTED AS REQUESTED OTHER THAN ITEMS STILL LISTED. ADDRESS PERMIT *BUILDING 2300 A3 47795 DUNE PALMS ROAD 07-3240 *BUILDING 2200 A3 47795 DUNE PALMS ROAD 07-3228 *BUILDING 2400 C3 47795 DUNE PALMS ROAD 07-3231 **PUNCH LIST** *BUILDING 2200- NEED TO INSTALL SLACK JACKS AT ALL SECOND FLOOR RUNS WHICH CONTINUE TO THE THIRD FLOOR AT THE NORTH EAST CORNER OF THE BUILDING AS PER EARTHBOUND DETAILS SH-2 D AND E. ALL BRIDGE TRIMMERS TO BE FACE NAILED 4" O.C. AS PER SH-2 DETAIL#I. *BUILDING 2400- FINISH NAILING ALL CSICS, LINE 11/12 H TO G MISSING SHEAR PANELS. LINE A 14.6 TO 15 NAIL SHEAR PANEL. STILL WORKING ON STAIR SHEAR WALLS. KNOCK ALL UNDER DRIVEN NAILS FLUSH. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS, OTHER THAN PUNCH LIST ITEMS LISTED. CBC 1 hereby certify that I have inspected the above reported work Untess noted otherwise, INSPECTORS NAllff: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws MILES WOODARD inspector Initials: M.W. OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 complies with the OSHPD approved documents. N/A Yes: No:Q Inspector Initials: ECTORSSIGNATURE REGISTRATION NO, DSA I hereby certify that 1 have Inspected the above reported work in accordance with the 7/29/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUMI NTENDENTS SIGNATURE DATE complies with the DSA approved documents. N/A inspectorinitials: •signatum a�aes the above work scssrzosaEvvos Yes:=No:= Soalr CAIJFORNM aorLaTes v.c.INC. SOUTHERN CALWORNIA SOIL & TESTING, INC. MW 00143 6280 RNERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax 619) 280-4717 lYl �� 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 7755983 Fax MO) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: 1 (:� P� N� FIX PAGE OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q C. CONCRETE ® ROOFING I WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ KS. BOLTING (XI DLkPHRAM NL PROJECTTnLE PHASES: DSAIOSHPDRENO.: DSAAPP.NO.: DUNE PALMS SEE BELOW N/A N/A PRo,IECTAODREss 47-795 DUNE PALMS ROAD PERMtT � - SEE BELOW LA QUINTA ARCHITECT: INTERACTIVE DESIGN ENGINMt GRAYNER ar+ENALCONTRACTOR BROWN sus OR TONE FRAMING LOCATION OF WORK 9JSPECTED: BUILDING 2300 AND 3300K QLAUNDRY BUILDING 19132" STR 1 APA RATED O.S.B.10D FASTENERS DATE: 7/29/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LUVIITED VISUAL INSPECTION OF THE ROOF DIAPHRAM NAILING FINISHED ASSEMBLY FOR BUILDING 2300 A3 SECOND AND THIRD FLOOR ROOFS. ALSO PROVIDED LIMITED VISUAL INSPECTION OF THE ROOF DIAPHRAM NAILING FINISHED ASSEMBLY FOR BUILDING 3300K (LAUNDRY BUILDING). *THE ROOF SHEATHING OBSERVED WAS 19/32" STRUCT. 1 A.P.A. RATED O.S.B., UNBLOCKED. DIAPHRAM NAILING WAS PER PLAN 10D @ 6" O.C. ON BOUNDARY AND EDGES AND 12" O.C. AT INTERMEDIATE FRAMING MEMBERS. DRAGS WERE NAILED @ 6" O.C. AS WELL. FASTENERS WERE FLUSH NAILED WITH MINWAL OVER PENETRATION. NO DEFLECTION WAS GREATER THAN 1/2'r WHILE STANDING ON THE UNBLOCKED SEAMS. NO GAPS WERE OBSERVED WHICH WERE GREATER THAN 1/4". NO PIPES OR PENETRATIONS WERE OBSERVED IN THE VALLEYS. PERMIT *BUILDING 2300 07-3240 *BUILDING 3300K 07-2356 **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS, AND TRI ROOFING MANUAL. CBC I hereby certify that 1 have inspected the above reported work. Unless noted otherwise, BNSPECTORB NAW: (PrIntaill) P.E. REVIEW' the work inspected is to the best of my knowledge in compliance with the approved plans, MILE" S WOODARD specifications and applicable sections of the governing budding taws. Inspector Initials:M.W. oSHPD I hereby certify that 1 have inspected the above reported work In accordance with the Sampling and testing were conducted in requirements of OSHPO approved documents. ICC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OS^^HPO approved documents ECfOx>Y�l RS SAiURE REGISTROMONNO, Yes: No:l�,� Inspector Initials: N/A DSA i hereby certify that 1 have Inspected the above reported Work In accordance with the 7/29/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERWfEMDEffS SH%IATURE DATE complies wtth the --DDS-S TA� approved documents. N/A Yes;=Na:= Inspecwrinitials: -mgnahm suihonw$ Hie above workScsrrancnEvnas SOUTHERN CAUFORMA SOILa TEgTWG, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00147 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 2804321 Fax 619) 280.4717 83,740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ` Phone (760) 775.5983 Fax A10) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING _- ❑ FIREPROOFING d C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE/ STRESS ❑ EPDXYANCHORS❑ ILS.B«.TTNGn DIAPHRAM NL PROJWHI'ME PHASE# DSA/OSHPORLENO.: OSAAPP.NO.: DUNE PALMS ISEE BELOW N/A N/A PRaJECTADDF&M PERWtr NO. 47-795 DUNE PALMS ROAD SEE BELOW LA Q�TA ARCHRECE ENGINEt7t INTERACTIVE DESIGN GRAYNER L;ENERAL CONRtACIOR: SIB CONTRACTOk BROWN TONE FRAMING& DRI ROOFING LOCATION OF WORK IMPECTM. BUILDING 2100 2200 AND 2300 MATSM Fl ON: 19/32" STR 1 APA RATED O.S.B. I OD FASTENERS FONTANA VULCASEAL #30 ASTM D-226 TYPE H, PACIFIC MASTIC, 7/8" PLASTIC CAP ROOFING NAILS. DATE: 7/31/2008 71111E ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF DIAPHRAM NAILING FINISHED ASSEMBLY FOR BUILDING 2100 A2 SECOND LEVEL ROOFS. ALSO PROVIDED LIMITED VISUAL INSPECTION OF THE ROOF UNDERLAYMENT ON BUILDINGS 2200 AND 2300. *THE ROOF SHEATHING OBSERVED WAS 19/32" STRUCT. 1 A.P.A. RATED O.S.B., UNBLOCKED. DIAPHRAM NAILING WAS PER PLAN 101) @ 6" O.C. ON BOUNDARY AND EDGES AND 12" O.C. AT INTERMEDIATE FRAMING MEMBERS. DRAGS WERE NAILED @ 6" O.C. AS WELL. FASTENERS WERE FLUSH NAILED WrM MINIMAL OVER PENETRATION. NO DEFLECTION WAS GREATER THAN 1/2" WHILE STANDING ON THE UNBLOCKED SEAMS. NO GAPS WERE OBSERVED WHICH WERE GREATER THAN 1/4". *GENERAL ROOF UNDERLAYMENT INSTALLATION LOOKS GOOD (FONTANA VULCASEAL #30 ASTM D-226 TYPE II), ICBO ES ER-5434 TWO LAYERS, HAD Y-4" HEADLAPS AND 6" SIDELAPS. FELT WAS RUN UP THE Z-BAR BACKING AND OVER THE RAKED EDGES A MIN. OF 1". PRIMARY FLASHINGS WERE BIBBED WITH FELT AND WERE SEALED WITH MASTIC AT THE PIPE TO FLASHING INTERSECTIONS. HIP AND RIDGE NAILERS HAD FELT RUN UNDER AND OVER ONTO THE ROOF DECK A MIN. OF 3".TOOK DIGITAL PHOTOS OF TYPICAL ROOF UNDERLAYMENT INSTALLATION. PUNCH LIST ITEM LISTED BELOW. PERMIT *BUILDING 2100 A-2 07-3224 *BUILDING 2200 A-3 07-3228 *BUILDING 2300 A-3 07-3240 **PUNCH LIST ITEM AS FOLLOWS- BUILDING 2300 1.5" VENT PIPE IS TO CLOSE TO THE SOUTH GABLE END 3RD LEVEL. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS, AND TRI ROOFING MANUAL OTHER THAN ITEM LISTED. CBC I hereby certify that I have inspected the above reported work Unless noted otherwise. WWEaTMMNAME:IP 1 P.E REVIETIY: the work inspected is to the best of my knowledge in compliance with the approved plans. specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work In accordance with the requirements of OH in accordance with therequirements of the OSHPD approved ocumnents. The work inspected ✓ ICC #5077516-10 complieswith the OSHPD approved documents. Yes:No:= Inspector InitiaLs: N/A CTORS SIGNATURE REGISTRATION NO. DSA I hereby certify, that 1 have Inspected the above reported work In accordance with the 7/31/2008 requirements of DSA approved documents. Sampling and testing were conducted In '114,11"ERNTENIXIM SMMTURE DATE accordance with the requirements of the DSA approved documents. The work inspected Compiles with the DSA approved dowments. Yes: No: = InspectorInitials: N/A Signature audIoroes the above work T205REv205 50UTNEItN CALIFORNIA SOIL B`ES71Nr1 INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. lYl �, W• 00148 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax 619) 280-4717 �� 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-%M Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: I c l ifl PL I NC I I F-FD(-F---]PAGE OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING IXI SHEAR NAIL PROJECTTrttE PHASEa: WA IOSHPD FU NO.: WA AM. NO.: DUNE PALMS SEE BELOW N/A N/A PROJECT AODR£SS 47-795 DUNE PALMS ROAD PERMR NO.: - SEE BELOW LA QUINTA ARCHITECT: INTERACTIVE DESIGN ENGINEER GRAYNER G12NERN. CONTRACTOR: B CONTRACTOR: BROWN TONE FRAMING I.00ATION OF OR1(INVECTEO: BUILDINGS 2300 AND 3100 EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378, 1/2",5/8" 3/4" ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES, 15/32" STR 1 O.S.B. 8D AND 10D FASTENERS ON SHEAR WALLS, CS16 COIL STRAP DATE: 7/31/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE SHEAR NAILING FOR THE FIRST FLOOR OF BUILDING 3100 (IN PROGRESS). ALSO PROVIDED LIMITED VISUAL INSPECTION OF THE EARTHBOUND SEISMIC HOLDOWN SYSTEM FOR BUILDING 2300 A-3 FIRST AND SECOND FLOORS, 3RD FLOOR NOT COMPLETE. *GENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR 1 O.S.B NAILED PER S1.5A-5 SCHEDULE. 10D AND 8D FASTENERS WERE FLUSH NAILED WITH MINIMAL OVER PENETRATION WITH 1/2" EDGE NAILING DISTANCE AT PANEL EDGES AND ENDS. CS16 COIL STRAP WAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL S1.5A-2.PUNCH LIST ITEMS ARE LISTED BELOW. *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS OTHER THAN PUNCH LIST ITEMS LISTED BELOW. 1/2", 5/8" AND 3/4" ALL T TREAD WERE COUPLED WITH BRIDGE TRRvfMERS AND BLOCKING WITH SLACK JACK DEVICE AND BEARING PLATE IN PLACE AS SHOWN ON PLANS. *NOTE- PUNCH LIST ITEMS ON MY REPORT FROM 7/29/2008 WERE CORRECTED AS REQUESTED OTHER THAN ITEMS STILL LISTED. BUILDING 2200, SLACK JACKS WERE INSTALLED AT THE SECOND FLOOR AS REQUESTED. ADDRESS PERMIT *BUILDING 3100 C 47795 DUNE PALMS ROAD 07-3241 *BUILDING 2300 A3 47795 DUNE PALMS ROAD 07-3240 **PUNCH LIST** *BUILDING 3100C- LINE I-M NAIL PANEL PER SCHEDULE, INSTALL CS16 TOP AND BOTTOM OVER WINDOW. LINE J 7.5 TO 8 ADD A34S. LINE B 3-6 ADD NAILS FOR 2" O.C. EDGE NAILING. LINE 12 C-E NAIL PANEL, LINE 14 C-B NAIL PANEL. LINE 15 A B AND G-E 2" EDGE NAILING. *BUILDING 2300- EARTHBOUND, ADD NAILS AT SHEAR WALLS INTO BRIDGE TRIMMERS AND KING STUDS AS PER SH-I NAILING SAMPLE AND NOTE #17. THIRD FLOOR NOT COMPLETE, SLACK JACKS NOT INSTALLED AT TIME OF INSPECTION. CBC 1 hereby certify that I have inspected the above reported worts. Unless noted otherwise, INVECTORSNAM P.E. SEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in L�n ICC #5077510-10 accordance with the requirements of the OSHPD approved documents. The work inspected // co""�lies --^^with the OSHPD approved documents. N/A Yes:u No:= Inspector Initials: INSPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 7/31/2008 requirements of DSA approved documents. Sampling and testing were Conducted in accordance with the requirements of the DSA approved documents. The work Inspected 'Sl1PERINTI?IOENTS �� DATE com Iles with the DSA approved documents. N/A Yes:mW:� Inspectorinitials signature audwrmes the above work scsarzaSREV voS SOUTHERN CALIFORNIA SOIL & TESTING, INC. r, C SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 2804321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 775-5983 Fax (760) 775-8362 SCS81T FILE NO: its] ► to] I MW: 00162 0822004P C x PL NC I FIX PAGE 1 OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE © ROOFING I WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECTTRLE PHASE It. DSA/OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 2300 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3240 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 2300 A3 MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE 19, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS DATE: 8/12/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 2300 A3. ALSO OBSERVED THE L METAL INSTALLED ON THE BREBWAY AND BALCONY'S. *GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE WITH WIND CLIPS ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED AT THE PIPE TO FLASHING INTERSECTIONS WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER. NO OVEREXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. *L METAL WAS 6" VERTICAL UP THE WALL AND 4" ONTO THE HORIZONTAL SURFACE NAILED STUD TO STUD AND APROX 12" O.C. ON THE HORIZONTAL SURFACE. TOOK DIGITAL PHOTOS OF TYPICAL L METAL INSTALLATION. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that 1 have inspected the above reported work in accordance with the _ requirements of OSHPD approved documents. Sampling and testing were conducted in ACC #5077516-1 U accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A SPESIGNATURE REGISTRATION NO, DSA I hereby certify that 1 have inspected the above reported work in accordance with the 8/12/2008 requirements of DSA approved documents. Sampling and testing were conducted in WERINTENDENTS SIGNATURE DATE accordance with the requirements of the DSA approved documents. The work inspected cam Iles with the DSA approved documents. Q Inspector Initials: N/A 'signattxe auUlorizes the above work Yes: No: sC5aT205 REV 2108 r—. SOUTHERN CALIFORNIA SOIL &TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC 6280 RIVERDALE STREET, SAN DIEGO CA 92120 : Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 775-5983 Fax (760) 775.8362 SCS&T FILE NO: P.O. NO.: C FT PL NC FIX MW; 00181 0822004P PAGE 1 OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O.C.CONCRETE ® ROOFING/WATERPROOFING ❑ P.T. CONCRETE/STRESS ❑ EPDXYANCHORS ❑ KS. BOLTINGn PROJECT TITLE: PHASE M DSA /OSHPD FILE NO.: WA APP. NO.: DUNE PALMS BLDG 2300 N/A N/A PROJECTADDRESS PFAMITNO.: FLAN VILL NO.; 47-795 DUNE PALMS ROAD 07-3240 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAI. CONTRACTOR SUBCONTRACTOR: BROWN CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED. BUILDING 2300 A3 MATERIAL CLASSIFICATION: GMC 60 MIN BUILDING PAPER X 2 LAYERS MFM SUBSEAL DATE: 8/22/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *PROVIDED LIMITED VISUAL INSPECTION OF THE INSTALLATION OF THE MFM SUBSEAL AT THE RECESSED WINDOWS/ POT SHELVES PRIOR TO WINDOW INSTALLATION FOR BUILDING 2300 A3. *MFM SUBSEAL WAS INSTALLED AT THE RECESSED WINDOWS AND POT SHELVES. POT SHELVES HAVE SOLID BACKING ON THE SIDE WALLS A MIN OF 4"-6" AS WELL AS AT THE VERTICAL RISE OF THE WINDOW OPENINGS. MFM SUBSEAL IS RUN UP THE SIDE WALLS 6"-10" AND ONTO THE VERTICAL WALLS 4"-6" MIN. GENERAL INSTALLATION APEARS TO BE PER PLANS WITH THE EXCEPTION OF AREAS MARKED IN ORANGE WHICH SHOULD BE REPAIRED. TOOK DIGITAL PHOTOS OF TYPICAL MFM SUBSEAL INSTALLATION AT THE RECESSED WINDOWS/ POT SHELVES. *WINDOW INSTALLATION WILL BE DONE BY GUY EVANS, WITH 12" MOISTOP AT THE JAMBS AND HEAD AS WELL AS PELLA BITUTHANE TAPE ENCAPSULATING THE FASTENERS ON THE JAMBS. THE INSTALATION IS SET TO BEGIN ON MONDAY 8/25/2008. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in�� accordance with the requirements of the 05HPD approved documents. The work inspected ICC #5077516-10 complies with the OSHPD approved documents. Yes:= No:= inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that 1 have Inspected the above reported work in accordance with the 8/22/2008 requirements of DSA approved documents. Sampling and testing were conducted in 'SUPERINTENDENTS DATE accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE cownplies with the DSA approved documents. = Inspector Initials: N/A signature au/horaes the above work Yes: No: SST 205REv 2W SO"rNERN CALIFORNIA SOIL 6 TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.: 00124 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phonc (619) 280-4321 Fax 619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ` Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: I C I PL NC I I F-FIX F PAGE nF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING El O. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ElH.S. BOLTING ©DIAPHRAM NL PROJECTTITIE: PHASE#. DSAUOSHPDFILENO.: DSAAPP,NO,; DUNE PALMS BLDG 2200 N/A N/A PROJECT ADDRESS PERMrr NO.: 47-795 DUNE PALMS ROAD 07-3228 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: - SUBCONTRACTOR BROWN TONE FRAMING LOCATION OF WORT( INSPECTED: 2ND AND 3RD FLOOR SHEAR NAILING MATERIAL. CLASSIFICATION; 15/32" SIR I O.S.B. 8D AND 10D FASTENERS ON SHEAR WALLS DATE: 7/11/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE SECOND AND THIRD FLOOR SHEAR NAILING FINISHED ASSEMBLY. *GENERAL SHEAR WALL INSTALLATION LOOKED GOOD WITH 15/32" SIR 1 O.S.B NAILED PER S1.5A-5 SCHEDULE. 10D AND 8D FASTENERS WERE FLUSH NAILED WITH MINIMAL OVER PENETRATION WITH 1/2" EDGE NAILING DISTANCE AT PANEL EDGES AND ENDS. CS 16 COIL STRAP WAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL S1.5A-2.PUNCH LIST ITEMS ARE LISTED BELOW. *NOTE- PUNCH LIST ITEMS ON THE FIRST FLOOR FROM 7/7/2008 WERE CORRECTED AS REQUESTED. **PUNCH LIST** ** DOUBLE SIDED SHEAR WALLS AT GRID LINE CD ONE SIDE ONLY AT TIME OF INSPECTION. ** THIRD FLOOR GRID LINE 13 B TO C THREE SHEAR PANELS STILL NEED TO BE FASTENED. ** ALL UNDER DRIVEN FASTENERS NEED TO BE KNOCKED FLUSH. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS, OTHER THAN PUNCH LIST ITEMS LISTED. CBC I hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans. specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W OSHPD I hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 complies with theOSHPD approved documents. Yes:= No:= Inspector Initials: N/A RSPECTORS SIGNATURE REGISTRATION NO. DSA I hereby certify that I have Inspected the above reported work in accordance with the 7/11/2UU8 requirements of DSA approved documents. Sampling and testing were conducted In with the requirements of the DSA approved documents. The work Inspected 'SUPERINTENDENTS SIGNATURE DATE rn Iles with the DSA approved documents. No: 0 Inspector Initials: N/A 'signature a/A/roraea the aboveDeck s.M SCaflT4e5 REV?/e6 OMm"'` cA SOUTHERN CALIFORNIA SOIL & TESTING, INC. �: 00137 6280 RIVERDALE STREET, SAN DIEGO CA 92120' Ph gae 619�280 4321.Fax 619) 290-4717 83-740 CITRUS AVENUE, SUITE G, WDIO, CA 92201 `Phone /80) 775�83 Fax 19) 715-8m SCUT FIr.E NO - 0822004P �� j� P.O. NO.: 1 �+ 1I N F®.D 9 PECiIpN REPOR`CFOw D RBNFORCED CONCRETE D REINFORM 94SONRY Q WE DING ^ D RREPROOFING Q C.CONCRE7E D ROOFING/WAT62PROOFING D P.T.CONCRETEISTRESS ❑ EPWANCHORS. SHEARNAIL I+s BOLTING PROJECD, >mp- MOMA OSAMMFUND ` OSAAPP.No.: DUNE PALMS BLDG 2200 N/A 47795 DUNE PALMS ROAD No. . SEE BELOW LA QiJIIdTA ARCHITECT. t31G11m INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: BROWN SUBCONTRACiIDR TONI?FRAMII�IG IODUMOF WORKtti9P£MM. BUILDING 2300 AND 2160 ; 15/32" STR 10.SA. SD AND IOD FASTENERS ON SHEAR WALLS, C 6 COIL STRAP wmmmdm�DATE: . 7/22/2008 TW ARRIVED: Tw DEPARTED: DESCRIPTION OF WOSM MSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE SHEAR NAILING FOR THErFiRST FLOOR OF BUILDINGS 2300 AND 2100 FINISHED ASSEMBLY. ALSO PROVIDED LIMITED ITED VISUAL INSPECTION ON THE SHEAR NAILING (IN PROGRESS) ON THE SECOND FLOOR OF BUILDING 2300 EXTERIOR SHEAR WALLS ONLY. *GENERAL SHEAR WALL INSTALLATIO14 LOOKED GOOD WITH 15/32° STR 1 O_S B NAILED PER SI SA=S SCHEDULE. IOD AND 8D-FASTENERS WERE FLUSH NAILED WITH MRflMAL OVER PENETRATIONWITH 1/2" EDGE NAILING DISTANCE AT PANEL EDGES AND ENDS. CS16 COIL STRAYWAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL S1.5A-2.PUNCIi LIST ITEMS ARE LISTED BELOW. *NOTE- PUNCH LIST ITEMS ON MY REPORT FROM 7/11/2008 WERE CORRECTED AS REQUESTED OTHER THAN ITEMS LISTED. ADDRESS PERMIT *BUILDING 2300 A3 47795 DUNE PALMS ROAD 07-3240 *BUILDING 2100 A2 47795 DUNE PALMS ROAD 07-3224 **PUNCH LIST*" **BUILDING 2300- SECOND FLOORJINF. 10 D-E NEED CS16 TOP AND BOTTOM PER SI.5A-2. NAIL OFF ALL INTERIOR SHEAR WALLS. LINE E•24 AND E4, INSTALL CS16 OVER TOP OF WINDOW PENTRATION AS PER SI:5A--2. FIRST FLOOR SHEAR PANEL NOT INSTALLED AT THE STAIRS LEO 12, B-C. **BUILDING 2100- LINE 15, CD MISSING,~ DO 2.14 AND SHEAR PANEL. - **BOTH 13UELDINGS-DOUBLE SIDED SHEAR WALLS AT GRID LINE CD ONE SIDE ONLY AT TIME OF INSPECTION. **ALL UNDER DRIVEN FASTENERS NEED TO BE KNOCKED FLUSH. **BLOCK AND EDGE NAIL ALL PENETRATIONS THROUGH SHEAR WALLS. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS, OTHER THAN PUNCH LIST ITEMS LISTED. CEIC 1 hereby ce+ft Vm B 1 have (nspected the above reported wale Unlow noted otherwise. OMPECTOM MAC QVIalaM A E REVIEW: the work Inspected to to the best of my imowledge in cornplianos wdhthe approved plane. specHicatiorhs and applicable sections of the govemkV bLdkMg Iowa. MII:ES: WOODARD Inspector iniflaw Kw. OSHM I hereby certify that 1 have inspected the above reported work in aeoordanee wMh the testing vrere conckaud In requirements eoo w�,° w-r er�atthe� ernpring e�daa The a d�A�a�E�Z ICC #5077516-I0 *I, h the 081" approved dopm�rris. - Yes No Inspector Ntitiaix N/A tIISPECM SIGNATtRE �ISTRAT40N NO. DSA 1 hereby oertW that 1 have, ktqxmftd the above reported wank In accordance with the 7/22/2008 regWremerft of 09Aapproved doaarrentr. Sampling and testing were oonducted in 14PEFORENDENTSSIGNATURE aeoordanee with the nequkert of the DSA approved domunents. The work inspected cornpues with the DSA appmvad docurnenta N/A eu tuns ft above Yes Nor: wpe*rtrhwft Tmfmv SOUTHERN CALIFORNIA SOIL S TESTING, INC. h I SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00199 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 2804717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: C PL NC FAX PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING CLC.CONCRETE ROOFING/WATERPROOFING ❑ P.LCONCRETE ISTRESS ❑ EPDXYANCHORS ❑ HS.BOLTING❑ PROJECTTRLE: PHASE#: DSAIOSHPDFILEN0.: MA OP. NO.: DUNE PALMS BLDG 2300 N/A N/A PROJECTADDRESS PERMIT NO.: KAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3240 LA QUINTA ARCHITECT. ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR BROWN CALIFORNIA PLASTERING/ GUY EVAN.S LDCAnoN OF WORK INSPECTED: BUILDING 2300 A3 MATERK CLASSIFICATIOIC, GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, 12" MOISTSOP, PELLA BITUTHANE TAPE, PELLA FIBERGLASS WINDOWS DATE: 9/03/2TIME ARRIVED: TIME DEPARTED: 008 DESCRIPTION OF WORK INSPECTED: *PROVIDED LIMITED VISUAL INSPECTION OF THE INSTALLATION OF THE MFM SUBSEAL AT THE RECESSED WINDOWS/ POT SHELVES AS WELL AS THE WINDOW INSTALLATION (IN PROGRESS), *MFM SUBSEAL WAS INSTALLED AT THE RECESSED WINDOWS AND POT SHELVES. POT SHELVES HAVE SOLID BACKING ON THE SIDE WALLS A MIN OF 4"-6" AS WELL AS AT THE VERTICAL RISE OF THE WINDOW OPENINGS. MFM SUBSEAL IS RUN UP THE SIDE WALLS 6"-10" AND ONTO THE VERTICAL WALLS 4"-6" MIN. GENERAL INSTALLATION APEARS TO BE PER PLANS WITH THE EXCEPTION OF AREAS MARKED IN ORANGE WHICH SHOULD BE REPAIRED. TOOK DIGITAL PHOTOS OF TYPICAL MFM SUBSEAL INSTALLATION AT THE RECESSED WINDOWS/ POT SHELVES. *WINDOWS ARE NAILED/ SCREWED IN PLACE WITH 12" MOISTOP AT THE SILL, JAMBS AND HEAD IN WEATHERBOARD FASHION. PELLA TAPE IS USED TO ENCAPSULATE THE FASTENERS AT THE HEAD AS WELL AS ON THE JAMBS AND TURNING THE CORNER ON THE SILL. MARKED TEARS, CUTS ETC. IN ORANGE PAINT, THESE AREAS NEED TO BE REPAIRED PRIOR TO WINDOW INSTALLATION. TOOK DIGITAL PHOTOS OF TYPICAL WINDOW INSTALLATION. ** PUNCH LIST ** **SECURE HEAD FLASHING OF 12" MOISTOP TO AVOID BUNCHING OF MATERIAL IN THE CORNERS. CEIC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have Inspected the above reported work In accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ICC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSHPD approved documents. Yes:= No:= Inspector Initials;N/A P€CTORS SIONATUR€ REGISTRATION NO, OSA I hereby certify that i have inspected the above reported work in accordance with the 9/03/2008 requirements of DSA approved documents. Sampling and testing were conducted In 'SUPERINTENDENTS DATE accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE Complies with the DSA approved documents. N/A Wignatmeaudwrizesthe above work Yes:=No:= Inspectorinibals: gCSy72D5REy2W Certificate of Occupancy Twit 4 xP QU&M Building & Safety Department This Certificate is issued pursuant to the requirements of Section 109 of the California Building Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 47-795 DUNE PALMS ROAD (BUILDING # 2300) Use classification: APARTMENTS Building Permit No.: 07-3240 Occupancy Group: R-1 Type of Construction: V-NR Land Use Zone: CR Owner of Building: COACHELLA VALLEY HOUSING COALI Address: 45-701 MONROE ST 1-G Building Official POST IN A CONSPICUOUS PLACE City, ST, ZIP: INDIO, CA 92201 By: STEVE TRAXEL Date: November 24, 2009